PSI - Issue 71

Shreebanta Kumar Jena et al. / Procedia Structural Integrity 71 (2025) 103–110

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5. Conclusion The salient outcomes of fatigue test studies on tube specimens having through thickness a single circular hole subjected to remote in-phase and 90 ° out-of-phase axial-torsion conditions for SA 333 Gr. 6 are summarized below. ● The directions of maximum principal strains have been measured using DIC. Measured localized principal strain directions rotate for remote out-of-phase conditions, however, they remain stationary for remote in phase conditions. ● The localized peak equivalent strain changes its position along the hole periphery for remote out-of-phase conditions whereas it remains fixed for remote in-phase conditions. ● For a given tube hole diameter and set of remote axial and torsional strain amplitudes, measured localized equivalent strain amplification is higher for in-phase conditions leading to smaller test fatigue life. 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